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HomeMy WebLinkAboutPLANS1300 CONCORD TERRACE, SUITE 200 CTECgQ SUNRISE FL, 33323 A2P0090A-CROWN 800642 FL W MIDWAY f BUS 80 16434 OKEECHOBEE RD WEST ST. LU CI E, FL 34945 LATITUDE 26038'38.13"N, LONGITUDE 80008'31.41 "W SIT :I VICI_NITYMAP___ FROM T-MOBILE OFFICE PROCEED NORTHWEST ON CONCORD TERRACE TOWARD SAWGRASS CORPORATE PKWY. TURN LEFT ONTO SAWGRASS CORPORATE PKWY. USE THE 2ND FROM THE RIGHT LANE TO TURN LEFT ONTO W SUNRISE BLVD, USE THE RIGHT 2 LANES TO MERGE ONTO FL-869 N VIA THE RAMP TO W PALM BEACH, MERGE ONTO FL-869 N. USE THE RIGHT 2 LANES TO TAKE EXIT 21A-B FORFLORIDA'S TURNPIKE N. MERGE ONTO ROMOA'S TURNPIKE, TAKE EXIT 152 FOR FL-70 TOWARD FT PIERCE/OKEECHOSEF TURN LEFT ONTO R-70 W/SR 70 W/OKEECHOBEE RD (SIGNS FOR R-713 N/VERO BEACH). RIGHT ONTO S HEADER CANAL RD, THE SIZE WILL BE ON THE RIGHT. I DRIVING DIRECTIONS I THIS IS AN APPLICATION FOR A: MODIRCATION TO AN EXISTING UNMANNED WIRELESS TELECOMMUNICATION SITE PROJECT DESCRIPTION ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WHH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES 1. SM EDMI N (2014) RW®G BOHIMG CUDE L MDOGN HSMUTE OF SRD. 2 NADRlM. FIEC110C C00E (INC Wi1N CIXSIpUC11pN SPECDIG110N6 (ALSO) LOCV. AL9NOUDDS LUESi 7. UNDERWDIERS IAeGRAlORES (ILL) 1 I�S�AFEETY CODE NFPA-101ARIMME -20151$ B. ` AIL DOWINGIOn PRODUCTS 5 5TNBIRION (2014) RMDA ME PRERTODI LODE 9. OWDOUVY OADDIA 10. NFPA 55 AM 70 200 CODE COMPLIANCE CIVIL ENGINEER: APPLICANTIESSEE KIMLEY-HORN AND ASSOCIATES, INC. MDCMC NAME T-MOBILE 1920 WEMVA WAY, SUITE 200 PROJECT MANAGER: DENSE CORREA WEST PALM BEACH, FL 33407 ,. PHONE (954) 604-9031 (561) 845-0665 PROPERTY INFORMATION OWNER: CROWN CASTLE INTERNATIONAL 6420 CONGRESS AVE SUITE 2000 BOCA RATON. FL 33487 CONTACT: KYLE WACHENHDM _ 813-342-3895 - - — - - HANDICAP REQUIREMENTS FACIUTY IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAPPED ACCESS NOT REQUIRED. PROJECT INFORMATION EQUIPMENT LOCATION: ® OUTDOOR 0 INDOOR ANTENNA LOCATION: ❑ WATER TOWER ® SELF SUPPORT TOWER ❑ MONOPOLE ❑ ROOF TOP ❑ NEW TOWER ❑ OTHER I PROJECT SUMMARY I STRUCTURAL ENGINEER: N/A KIMEY-HORN AND 1920 WEKIVA WAY, WEST PALM BEACH, (5I1) 845-0665 SURVEYOR: N/A TOWER ENGINEER: NA I PROJECT TEAM I �``" � • Mobile GQ ' ST. LUCIECOUMTY • I A 13GO CONCORD TERRACE. SUITE 200 1PLANT is I SUNRISE FL, 33323 "DATE': 7_ off' F'.%C: Kp . !,ITE: 9r3P-) r'LUNIB: DATE: SHEET DESCRIPTION REV. T-1 coven SHEET 0 G-1 GENERALNOTES 0 C-1 SITE PLAN & T-MOBILE EQUIPMENT LAYOUT 0 C-2 TOWER ELEVATION AND ANTENNA LAYOUT 0 C-3 EQUIPMENT MOUNTING DETAIL 0 E-1 GROUNDING DETAILS 0 E-2 DC WIRING DIAGRAM 0 SHEET INDEX ISSUED FOR: L7G0 UPGRADE DATE: JULY 2015 DESIGN: 5TH EDITION (2014) FLORIDA BUILDING CODE WIND LOADS (ASCE 7-10). ULTIMATE WIND SPEED = 155 MPH NOMINAL WIND SPEED 120 MPH RISK CATEGORY II WIND EXPOSURE = C SCANNED BY St. Lucie County A2P0090A CROWN 800642 FL W MIDWAY 16434 OKEECHOBEE RD WEST ST. LUCIE, RL 34945 ST. LUCIE COUNTY :CURRENT ISSUE DATE: JULY 2015 L700 UPGRADE m 9-17-2D15 PER BUILDING COMMENTS /Vo. -O STT € tic` s © 2015 WUI -HOFN AND A MATS MG 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA 33411 (561) 845-0665 FRPE CADDIM596 I MM ,I_- mm _ I_- MM. _ I KEMN K. MARA34 PE 71455 MARIA MCTORIA MARTIN 'PE 7097 ARNOWO A ARTUE PE 70645 COVER SHEET Twl :KHA Job #: 044290105 STANDARD PROVISIONS INTENT A. THESE SPECIFICATIONS AND CONSTRUCTION DRAWINGS ACCOMPANYING THEM DESCRIBE THE WORK TO BE PERFORMED AND THE MATERIALS TO BE FURNISHED FOR THE CONSTRUCTION OF THE T-MOBILE SITE B. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE FULLY EXPLANATORY AND COMPLEMENTARY. HOWEVER, SHOULD ANYTHING BE SHOWN, INDICATED OR SPEGFIED ON ONE AND NOT THE OTHER, IT SHALL BE THE SAME AS IF SHOWN, INDICATED OR SPECIFIED ON BOTH. C. ME INTENTION OF THE DOCUMENTS IS TO INCLUDE ALL LABOR AND. MATERIALS REASONABLY NECESSARY FOR TINE PROPER EXECUTION AND COMPLETION OF THE WORK AS INDICATED IN THE DOCUMENTS D. ME PURPOSE OF THE SPECIFICATIONS IS TO SUPPLEMENT THE INTENT OF THE DRAWINGS AND TO DESIGNATE A PROCEDURE, TYPE OR QUAUTY OF MATERIALS REQUIRED 70 COMPLETE ME WORK E MINOR DEVIATIONS FROM THE DESIGN LAYOUT ARE ANTGPATED AND SHALL BE CONSIDERED AS PART OF THE WORK HOWEVER, NO CHANGES THAT ALTER THE CHARACTER INTENT OF THE DESIGN WILL BE MADE OR PERMITTED BY T-MOBILE, WITHOUT A CHANGE ORDER. CONFLICTS A THE CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL MEASUREMENTS AT THE SITE BEFORE ORDERING ANY MATERIALS OR PERFORMING ANY WORK. NO EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INDICATED ON THE CONSTRUCTION DRAWINGS ANY SUCH DISCREPANCY IN DIMENSION WHICH MAY INADVERTENTLY OCCUR SHALL BE SUBMITTED M THE T-MOBILE CONSTRUCTION PROJECT MANAGER (CPM) FOR CONSIDERATION BEFORE THE CONTRACTOR PROCEEDS WITH TIE WORK IN THE AFFECTED AREA B. ME CONTRACTOR, IF AWARDED THE CONTRACT, TWLL NOT BE ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY MATTER OR THING ABOUT WHICH THE CONTRACTOR MIGHT NOT HAVE FULLY INFORMED HIMSELF PRIOR TO BIDDING. CONTRACTS AND WARRANTF+`' A EACH CONTRACTOR IS RESPONSIBLE FOR HELPING TO OBTAIN THE GUIDING PERMIT AT THE LOCAL JURISDICTION AS ME CONTRACTOR OF RECORD, AND PROVIDE SAID JURISDICTION WITH ALL PROOF REWIRED TO OPERATE AS A CONTRACTOR IN THAT AMISDICTION. STORAGE,. A DO NOT USE THE EXISTING BUILDING SPACE FOR STORAGE OF TOOLS OR MATERIALS WITHOUT THE CONSTRUCTION PROJECT MANAGER AND/OR BUILDING OWNER APPROVAL B. ALL MATERIALS MUST BE STORED IN A LEVEL AND DRY LOCATION AND IN A MANNER THAT WILL NOT OBSTRUCT THE FLOW OF OMER WORK. ANY EQUIPMENT OR MATERIAL STORAGE METHOD MUST MEET ALL RECOMMENDATIONS OF THE MANUFACTURER. PROTECTION: A PROTECT FINISHED SURFACES, INCLUDING JAMBS AND HEADS OF OPENINGS USED AS PASSAGEWAYS THROUGH WHICH EQUIPMENT AND MATERIALS WILL PASS. B. PROVIDE PROTECTION FOR EQUIPMENT ROOM SURFACES PRIOR TO ALLOWING EQUIPMENT OR MATERIALS TO BE MOVED OVER SUCH SURFACES C. MAINTAIN FINISHED SURFACES CLEAN, UNMARRED AND SUITABLY PROTECTED UNTIL JOB SITE IS ACCEPTED BY CPM. REPAIRS AND REPI ACEMENTS• A IN EVENT OF DAMAGE, THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS AND REPAIRS AND AT NO ADDITIONAL COST TO T-MDBILE AND/OR BUILDING OWNER. r�••t�� n�r0.' a� rou�w. ne w�� b� wnum vae.,ti �inipy'mw bmr b u ,•w• b rwerm I,n gwv TEMPORARY FACHITIM A. WATER: WATER IS NOT AVAILABLE TO THE CONTRACTORS ON SITE B. LIGHT AND POWER: LIGHT AND POWER ARE AVAILABLE ON SITE G TELEPHONE: EACH CONTRACTOR TO PROVIDE HIS OWN TELEPHONE ACCESS IF REQUIRED. D. IF PERMANENT POWER IS COMPLETED, ALL CONTRACTORS MAY USE THE SERVICE CONNECTION FOR PRODUCTION WORK ONLY, PROVIDED THAT ELECTRICAL CORDS AND CONNECTIONS ARE FURNISHED BY THE CONTRACTORS AND ARE DISCONNECTED AND PROPERLY STORED DURING NON -WORKING HOURS. CLEAN UN A THE CONTRACTORS SHALL AT ALL TIMES KEEP THE SITE FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THEIR EMPLOYEES AT WORK, AND AT THE COMPLETION OF THE WORK, THEY SHALL REMOVE ALL RUBBISH FROM AND ABOUT THE BUILDING. INCLUDING ALL TOOLS, SCAFFOLDING AND SURPLUS MATERIALS. AND SHALL LEAVE THE WORK CLEAN AND READY FOR USE B. EXTERIOR: VISUALLY INSPECT EXTERIOR SURFACES AND REMOVE ALL TRACES OF SOIL, WATER MATERIALS, SMUDGES AND OTHER FOREIGN MATTER. 1. REMOVE ALL TRACES OF SPLASHED MATERIALS FROM ADJACENT SURFACES. C. INTERIOR: VISUALLY INSPECT INTERIOR SURFACE AND REMOVE ALL TRACES OF SOIL, WASTE MATERIALS, SMUDGES AND OTHER FOREIGN MATTER. 1. REMOVE ALL TRACES OF SPLASHED MATERIAL FROM ADJACENT SURFACES 2. REMOVE PAINT DROPPINGS, SPOTS, STAINS AND DIRT MOM FINISHED SURFACES. D. CONTRACTOR SHALL WASH AND WAX FLOOR PRIOR TO FINAL ACCEPTANCE FLOOR WAX SHALL BE OF THE ANTI -STATIC TYPE CHANGE ORDER PROCEDURE: A CHANGE ORDER MAY BE INITIATED BY THE CPM, AND/OR THE CONTRACTOR. THE CONTRACTOR, UPON VERBAL REQUEST FROM THE CPM -SHALL PREPARE A WRITTEN PROPOSAL DESCRIBING ME CHANGE IN WORK OR MATERIALS AND ANY CHANGES IN THE CONTRACT AMOUNT AND PRESENT TO TINE CPM FOR APPROVAL SUBMIT REQUESTS FOR SUBSTITUTIONS IN THE FORM AND IN ACCORDANCE WITH PROCEDURES REQUIRED FOR CHANGE ORDER PROPOSALS ANY CHANGES TO THE SCOPE OF WORK OR MATERIALS WHICH ARE PERFORMED BY TILE CONTRACTOR WITHOUT A WRITTEN CHANGE ORDER AS DESCRIBED AND APPROVED BY TIE GPM, SHALL BECOME THE SOLE RESPONSIBILITY OF THE CONTRACTOR. RELATED DOCUMENTS AND COORDINATION - A. GENERAL CARPENTRY, ELECTRICAL, AND ANTENNA DRAWINGS ARE INTERRELATED. IN PERFORMANCE OF THE WORK, EACH CONTRACTOR MUST REFER TO ALL DRAWINGS ALL COORDINATION TO BE THE RESPONSIBIUTY OF THE GENERAL CONTRACTOR. SHOP DRAWINGS A. CONTRACTORS TO SUBMIT SHOP DRAWINGS AS REQUIRED AND USTED IN THESE SPECIFICATIONS THROUGH THE GENERAL CONTRACTOR TO THE CPM, FOR REVIEW. B. ALL SHOP DRAWINGS TO BE REVIEWED, CHECKED, CORRECTED, STAMPED AND SIGNED BY GENERAL CONTRACTOR PRIOR TO SUBMITTAL TO THE CPM. PRODUCTS TS AND c, B TI TON A SUBMIT 3 COPIES OF EACH REQUEST FOR SUBSTITUTION. IN EACH REQUEST IDENTIFY ME PRODUCT FABRICATION OR INSTALLATION METHOD TO BE REPLACED BY THE SUBSTITUTION. INCLUDE RELATED SPECIFICATION SECTION AND DRAWING NUMBERS, AND COMPLETE DOCUMENTATION SHOWING COMPUANCE WITH THE REQUIREMENTS FOR SUBSTITUTIONS. B. ALL NECESSARY PRODUCT DATA AND CUT SHEETS SHALL PROPERLY INDICATE AND DESCRIBE THE ITEMS. PRODUCTS, AND MATERIALS BEING INSTALLED. THE CONTRACTOR SHALL, IF DEEMED NECESSARY BY THE CPM. SUBMIT ACTUAL SAMPLES TO THE CPM FOR APPROVAL IN UEU OF CUT SHEETS. COMPLIANCE A ALL MATERIALS, DESIGN, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES (SOME OF WHICH ARE LISTED BELOW) ORDINANCES. AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. UPON THE COMPLETION OF THE WORK, THE CONTRACTOR SHALL PROVIDE T-MOBILE WITH A CERTIFICATE OF OCCUPANCY (IF REQUIRED) AND OTHER LEGAL DOCUMENTS TO VERIFY SUCH COMPUANCE. WHERE NO CODES EXIST; TINE WORK SHALL CONFORM WITH THE 57H EDITION (2014) FLORIDA BUILDING CODE, AND/OR THE SPECIFICATIONS HEREIN, WHICHEVER IS MORE STRINGENT, AND A DOCUMENT STATEMENT SHALL BE FURNISHED TO THIS EFFECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY COMPUANCE WITH THE GOVERNING CODES AND TO NOTIFY THE CPM OF ANY DISCREPANCIES PRIOR TO PERFORMING WORK. REFERENCE TO ANY STANDARD OR CODE OF PRACTICE IN THIS SPECIFICATION SHALL BE DEEMED TO MEAN THE EDITION CURRENT AT THE TIME OF AWARD OF THE CONTRACT. TINE CONTRACTOR SHALL COMPLY WITH ALL ZONING AND SITE ACQUISITION SPECIAL STIPULATIONS AS OUTUNED IN THE JOB SPECIFICATIONS, OR AS DIRECTED BY THE CPM. ANSI IA/ETA APPLICABLE STANDARDS 5TH EDITION (2014) FLORIDA BUILDING CODE BUILDING OFFICIALS k CODE ADMINISTRATORS NATIONAL ELECTRICAL CODE (NEC) PATH LOCAL AMENDMENTS UNDERWRITERS LABORATORIES (U.L) APPROVED ELECTRICAL PRODUCTS AMERICAN INSTITUTE OF S7EEL CONSTRUCTION SPECIFICATIONS (AISC) UM SAFETY CODE NFPA - 101-2015 FEDERAL AVIATION REGULATIONS NFPA 55 AND 70 (2015) A. THE SITE ACQUISITION SPECIALIST SHALL OBTAIN, AT HIS OWN EXPENSE ALL REQUIRED LOCAL STATE. AND/OR COUNTY CONSTRUCTION PERMITS AND LICENSES. COPIES OF ALL PERMITS SHALL BE SENT TO CPM. APPROVALS FROM RELEVANT PLANNING BOARDS, ENVIRONMENTAL BOARDS, AND/OR OTHER COMMITTEES WILL BE SUPPUED BY OTHERS, BUT MUST BE CONFIRMED BY THE SITE ACQUISITION SPECIAUST PRIOR TO THE APPLICATION FOR CONSTRUCTION PERMITS FAA APPROVAL WILL BE SUPPLIED BY OTHERS, BUT MUST BE CONFIRMED BY THE CONTRACTOR WITH THE LPN PRIOR TO THE COMMENCEMENT OF WORK. B. PRIOR TO COMMENCING THE WORK, THE CPM SHALL SCHEDULE AN ON -SITE MEETING WITH ALL MAJOR PARTIES TO THE PROJECT. THIS WOULD INCLUDE (THOUGH NOT UMITED TO) THE DESIGNATED ELECTRICIAN, LOCAL TELEPHONE COMPANY, CARPENTRY FOREMAN (IF SUBCONTRACTED), A REPRESENTATIVE FROM THE LOCAL SPECIFIED WAREHOUSE AND CPM OR HIS DESGNATED REPRESENTATIVE C. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHOULD BE IMMEDIATELY REPORTED TO THE ENGINEER FOR RESOLUTION AND INSTRUCTION AND NO FURTHER WORK SHALL BE PERFORMED UNTIL DISCREPANCY IS CHECKED AND CORRECTED BY THE ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS OWN RISK AND EXPENSE D. THE CONTRACTOR SHALL BE EQUIPPED NTH A MEANS OF CONSTANT COMMUNICATIONS, SUCH AS A CELLULAR PHONE OR A PAGER. E. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL SITE SAFETY INCLUDING BUT NOT UMITED TO PROTECTION OF ALL SITE PERSONNEL AND THE GENERAL PUBUC DURING THE ENTIRE SITE CONSTRUCTION PERIOD. HE SHALL TAKE ALL REASONABLE PRECAUTONS TO PLACE AND MAINTAIN BARRICADES, LAMPS, SIGNS. AND THE LIKE IN ACCORDANCE WITH OSHA SAFETY ACT AND ANSI OCCUPATIONAL GUIDELINES. F. PROVIDE DAILY UPDATES ON SITE PROGRESS, EITHER VERBAL OR WRITTEN TO CPM. G COMPLETE INVENTORY OF CONSTRUCTION MATERIALS AND EQUIPMENT IS REQUIRED PRIOR TO START OF CONSTRUCTION. H. COORDINATION WITH PUBLIC UTILITY AUTHORITES THE CONTRACTOR SHALL COORDINATE WITH RELEVANT AUTHORITIES THE WORKS THEY ARE TO BE CARRIED OUT. HE SHALL CONDUCT HIS OPERATIONS SO AS TO NOT INTERFERE NTH THE OPERATIONS OF PUBUC AND/OR PRIVATE UTILITY AUTHORITIES, INSTALLING SERVICES ON THE SITE THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PROTECTION OF SUCH FACILITIES AND STRUCTURES DURING CONSTRUCTION OF THIS SITE. A NSPECTIONS THE CONTRACTOR SHALL NOTIFY THE CPM AT LEAST 24 HOURS IN ADVANCE OF REQUIRED INSPECTIONS. INSPECTIONS THAT WILL BE REQUIRED BY THE CPM OR OTHER DESIGNATED T-MOBHE REPRESENTATIVE ARE: 1. INSPECTION OF GROUNDING SYSTEM 2. PRACTICAL COMPLETION THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ENSURING THAT ALL RELEVANT AUTHORITY INSPECTIONS ARE CARRIED OUT IN A TIMELY MANNER. THE CONTRACTOR SHALL PROVIDE DCCUMENTATION OF ALL INSPECTIONS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH T-MOBILES' DESIGNATED ENGINEERING FIRM TO OBTAIN ALL REWIRED INSPECTIONS AND TESTING. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION OF ALL INSPECTIONS NOISE LEVEL THE CONTRACTOR SHALL ENSURE THAT STATE AND LOCAL REGULATIONS ARE COMPUED WITH IN REGARD TO NOISE LEVELS PRODUCED BY HIS OR HIS SUB -CONTRACTOR'S EQUIPMENT OR METHODS OF CONSTRUCTION. DUST CONTROL THE CONTRACTOR SHALL TAKE ALL NECESSARY STEPS TO UMIT ME CREATION OF ANY DUST NUISANCE THAT MIGHT ARISE DURING CONSTRUCTION TO THE SATSFACTON OF THE LOCAL AUTHORITIES AND THE BUILDING OWNER. THE CPM MAY DIRECT THAT WORK CEASE UNTIL SUCH TIME AS ANY PARTICULAR DUST NUISANCE IS CONTROLLED TO THE SATISFACTION OF TIE CPM, LOCAL AUTHORITIES, AND BUILDING OWNERS K. REINSTATEMENT ANY PAVEMENT, FOOTPATH, CURB, GUTTERS. WALLS, FLOORS, SERVICES, AND EXISTING FEATURES OR OTHER PROPERTIES, DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REINSTATED TO A CONDITION AT LEAST EQUAL TO THAT EXISTING BEFORE COMMENCEMENT OF OPERATIONS L AS -GUILTS DRAWINGS THE CONTRACTOR SHALL PREPARE A RED LINED SET OF AS - BUILT DRAWINGS. THE FORM OF MARKED UP CONSTRUCTION PLANS SHALL BE STANDARD ACCEPTABLE TO THE T-MOBILE SUCH DRAWINGS SHALL BE SUBMITTED TO T-MOBILE WITHIN TWD WEEKS FROM PRACTICAL COMPLETION AND PRIOR TO APPROVAL OF THE CONTRACTOR'S FINAL INVOICE M. PRACTICAL COMPI ETON THE FOLLOWING DOCUMENTATION SHALL BE PROVIDED TO T-MOBILE WIRELESS PRIOR TO THE DATE OF PRACTICAL COMPLETION: 1. ALL QUALITY ASSURANCE CHECKLISTS AS OUTUNED IN THE PREVIOUS SECTIONS 2. WARRANTIES AND MAINTENANCE MANUALS. IF APPLICABLE 3. GROUND SYSTEM RESISTANCE TEST 4. CERTIFICATE OF OCCUPANCY A. EACH CONTRACTOR SHALL AT HIS OWN EXPENSE CARRY AND MAINTAIN FOR THE DURATION OF THE PROJECT ALL INSURANCE AS REQUIRED AND LISTED AND SHALL NOT COMMENCE WITH HIS WORK UNTIL HE HAS PRESENTED A CERTIFICATE OF INSURANCE STATING ALL COVERAGES TO THE GENERAL CONTRACTOR WHO SHAD. IN TURN, FORWARD A COPY OF ALL CERTIFICATES TO THE CPM. EXISTING HANDHOLE UIS1ING 12' WIDE ACCESS GATE \/ X X X X X X X X EXISTING PEDESTAL ESTAL EXISTINGMULTI-TENANT X EXISTING AT&T UTILITY H-FRAME -FRAME DIESEL GENERATOR EXISTING T-MOBILE PPC EXISTING T-MOBILE PPC EXISTING T-MOBILE EXISTING T-MOBILE EMPTY CONCRETE PAD EMPTY CONCRETE PAD X EXISTING T-MOBILE FIBER BO% GRAVED COMPOUND \\ PEQUIPMMT X EXISTING T-MOBILE EQUIPMENT D EXISTING T-MOBILE BASE ON PUNTH PUN H EXISTING AT&T COAX BRIDGE � X EXISTING T-MOBILE EXISTING SPRINT/NEXTEL CIA% BRIDGE DIESEL GENERATOR EXISTING 6' HIGH CHAIN-UNK FENCE W/ 3 STRAND BARBED PARE EXISTING EXISTING 245'f SELF-SUPPORT TOWER EXISTING SPRINT/NEXTEL EQUIPMENT SHELTER EXISTING VERIZON WIRELESS EQUIPMENT ON CONCRETE PAD EXTEL EXISTING VERIZON EXISTING SPRINT E%TEL WIRELESS UTILITY COAX BRIDGE H-FRAME EXISTING VERIZON O GRAVED WIRELESS LP FUEL TANK COMPOUND EXISTING VERIZON WIRELESS LP GENERATOR SITE PLAN �-- 6I EQUIPMENT LAYOUT PLAN S�US FEET LEGEND OA EXISTING T-MOBILE GEM CABINET OB EXISTING T-MOBILE SITE SUPPORT CABINET (TALL) © EXISTING T-MOBILE FCOA CABINET OD EXISTING T-MOBILE COW TOP OF TOWER ,t EL— 24 A EXISTING ANTENNAS EL 248't RAD CENTER OF EXISTING AND T EL 220't — (9) EXISTING ANTENNAS, (3) EXISTING ANTENNAS TO BE REPLACED WITH (3) NEW ANTENNAS, EXISTING MOUNT TO BE REMOVED AND REPLACED WITH CONNECT -IT WIRE! FSS 13' V-FRAME BOOM GATE PART NUMBER VF13-XX-95 (OR APPROVED EQUAL). EXISTING ANTENNAS EL 200'i EL.XISjENTING ESPRINT/NEXTEL ANTENNAS 245'3 'PORT TOWER EXISTING HYBRID LENGTH SIZE OTY. 250't 1.24" 1 3 NOTE THIS -DRAWING-IS-INTENDEDTO DEPICT THE GENERAL LOCATION AND HEIGHT OF THE PROPOSED ANTENNAS ON THE EXISDNG TOWER. CONSTRUCTION SHALL NOT PROCEED UNTIL A STRUCTURAL ANALYSIS REPORT HAS BEEN COMPLETED BY A PROFESSIONAL ENGINEER REGISTERED IN THIS STATE, CONCLUDING THAT THE EXISTING TOWER IS STRUCTURALLY ADEQUATE TO RESIST THE EXISTING AND PROPOSED LOADS. — EL 0' TOWER ELEVATION N.T.S. EXISTING T-MOBILE LTE AWS ANTENNA TO BE RELOCATED SECTOR C AZ = 270' EXISTING T-MOBILE FRIG RRU BELOW COVP TO BE RELOCATED EXISTING T-MOBILE COVP TO BE RELOCATED AZ = EXISTING DUAL EXISTING T-MOBILE FXFB RRU TO BE RELOCATED (TYP. OF 3) SECTOR C AZ = 270'_ EXISTING T-MOBILE UMTS PCS/GSM ANTENNA TO BE RELOCATED EXISTING T-MOBILE MOUNT TO BE REMOVED AND REPLACED EXISTING T-MOBILE FRIE RRU TO BE RELOCATED (TYP. OF 3) EXISTING SELF-SUPPORT TOWER EXISTING T-MOBILE FRIG RRU BELOW COVP EXISTING T-M TO BE P SEOSO�T'0 PT' EXISTING T-MOBILE UMTS PCS/GSM ANTENNA TO BE RELOCATED EXISTING T-MOBILE UMTS DUAL ANTENNA TO BE REMOVED EXISTING T-MOBILE LTE AWS ANTENNA TO BE RELOCATED EXISTING T-MOBILE FRIG RRU BELOW COVP TO BE RELOCATED EXISTING T-MOBILE COVE TO BE RELOCATED Qtt. EXISTING T-MOBILE UMTS a w PCS/GSM ANTENNA TO BE (ISTING T-MOBILE LTE n N m __ H n RELOCATED AWS ANTENNA TO BEdot RELOCATED om om UMTS DUAL ANTENNA TO BE REMOVED EXISTING ANTENNA LAYOUT RELOCATED EXISTING T-MOBILE UMTS PCS ANTENNA RELOCATED EXISTING T-MOBILE FXFB RRU PROPOSED T-MOBILE FRLB MOUNTED TO EXISTING MOUNT PER MANUFACTURER SPECIFICATIONS. (SEE SHEET C-3) RELOCATED EXISTING RELOCATED EXISTING T-MOBILE FRIG RRU T-MOBILE FRIE RRU RELOCATED EXISTING T-MOBILE LTE AWS ANTENNA SECTOR C AZ = 270' RELOCATED EXISTING T-MOBILE COVP PROPOSED T-MOBILE FRLB MOUNTED TO EXISTING MOUNT PER MANUFACTURER SPECIFICATIONS. (SEE SHEET C-3) PROPOSED T-MOBILE LTE L700/UMTS AWS/GSM PCS ANTENNA MOUNTED TO EXISTING MOUNT PER MANUFACTURER SPECIFICATIONS (SEE SHEET C-3) RELOCATED EXISTING T-MOBILE UMTS PCS ANTENNA / EXISTING SELF-SUPPORT TOWER SECTOR G AZ = 270' LRELOCATED EXISTING SECTOR C T-MOBILE FRIE RRU AZ = 270• RELOCATED EXISTING T-MOBILE COVP RELOCATED EXISTING RELOCATED FRIG RRU aIw HrI-y' RELOCATED EXISTING ml T-MOBILE LTE AWS ANTENNA -z PROPOSED ANTENNA LAYOUT N.T.S. PROPOSED T-MOBILE LTE L700/UMTS AWS/GSM PCS ANTENNA MOUNTED TO EXISTING MOUNT PER MANUFACTURER SPECIFICATIONS (SEE SHEET C-3) PROPOSED CONNECT -IT WIRELESS 13' V-FRAME BOOM GATE PART NUMBER VF13-XX-96 (OR APPROVED EQUAL). (TYP OF 3 SECTORS) RELOCATED EXISTING T-MOBILE COVP RELOCATED EXISTING T-MOBILE LTE AWS ANTENNA - RELOCATED EXISTING T-MOBILE FRIG RRU RELOCATED EXISTING T-MOBILE FRIE RRU PROPOSED T-MOBILE FRLB MOUNTED TO EXISTING MOUNT PER MANUFACTURER SPECIFICATIONS (SEE SHEET C-3) RELOCATED EXISTING T-MOBILE FXFB RRU RELOCATED EXISTING T-MOBILE UMTS PCS ANTENNA LTE L700/UMTS AWS/GSM ED TO EXISTING MOUNT SPECIFICATIONS (SEE SHEET PROPOSED T-MOBILE ANTENNA PROPOSED ANTENNA TILT BRACKET PROVIDED W/ANTENNA PROPOSED PIPE MOUNTING BRACKETS PROVIDED W/ANTENNA _(TYP.) PROPOSED MOUNTING PIPE PROPOSED ANTENNA --I BRACKET PROWDED W/ANTENNA PROPOSED ANTENNA MOUNTING DETAIL N.T.S loa� m PROPOSED UNISTRUT PIPE CLAMP PROPOSED MOUNT PIPE (TYP.) PROPOSED UNISTRUT J \ P1000 (TYP) \ PROPOSED PIPE CLAMF PROPO! P1000 rMLD RRU MOUNTING DETAIL N.T.S COVP II T o -Mobile 1300 CONCORD TERRACE, SUNS 20D SUNRISE FL, 33M ROJECT INFORMATION: A2P0090A CROWN 800642 FL W MIDWAY I" OKEECHOBEE RD WEST ST. LUCIE, FL 34945 ST. LUCIE COUMY URRENT ISSUE DATE: JULY 2015 SSUED FOR L700 UPGRADE EV.:�ATE�ESCRI PTION: SEAL 0.. LANS KiHey)> H6r' n © =5 mD a550batE$ wa 1920 WEKIVA WAY, SUITE 200 WEST PALM BEACH, FLORIDA JJ411 (567) 845-0665 POPE OA00000696 WADER: PAWN BY:=CHK.: APV.: MM MM MM CENSURE: NENN K NARAJI PE 71455 XIA NOTOMA Y M PE M97 ARNMD A ARTOES PE MM HEET TnU EQUIPMENT MOUNTING DETAILS HEET NUMBER=-REVIBION C=3 KHA Job #: 044290105 GROUNDING PROTECTION SYSTEM NOTES: I. PROVIDE 'CABLE ENTRANCE GROUND BAR'.(CEGB). ail X 61 X 1/4.0. MOUNT AT 11. FlEC1RILAL CONTRACTOR STALL TAKE MEANER RFMWGS OF GND. THE RESULTS TELCD CABME. CWRD. INSTALLATION WRH GPM. SHALL NOT BE GREATER THAN 5 OHMS. 2 PROVIDE A GND RING BURIED A MINIMUM OF 19' BELOW GRADE THE GROUND 12. ALL COMMONS TO GND SYSTEM SNAIL BE MADE IN LINE WITH BANS NOMINAL RING SHALL BE INSTALLED A MINIMA OF 2'-r AWAY FROM THE FOUNDATION 12' RADIUS IN THE DIRECTION OF CURRENT FLOW. T-CONNECTIONS WILL NOT BE UNLESS SHOWN ON DRAMMEG. ALLOWED. - 3. BOND FENCE POST TO GND RING USING AN EXOTHERMIC WELD. BOND FENCE ANTE 13. ALL BENDS IN GND WIRES SHALL BE NOMINAL 12' RADIUS TO POST WITH A TUMBLE COPPER JUMPER STRAP MECHANICALLY OR EXUTIffRMICALLY. TYPICAL FOR ALL FENCE PLANES MEN 12 FEET OF TOWER FOUNDATION. FOR FENCE 14. ANIEMN CABLES SHALL BE BONDED AT EACH ENO. RUNS GREATER TWIN 15W PLANES BEYOND W. EXTDN 112 TO EACH FENCE PANNE TO ANY PLANES WITHIN M'. SHALL BE BONDED TOWARDS MIDDLE OF LENGTH. COOBOMATE LOCANON WITH 4. BOND DISCONNECT SWLCH, METER, TELEPHONE CABINET AND SERVICE CONDUITS TO WIRELESS CARRM'S PROJECT MANAGER BURIED GO RING AS THEY GROSS. .. 15. WHEN APRICABIE, CONTRACTOR SHALL BOND MANTES TO EACH OTHER AND TO 5. EACH LEG OF THE WAYEDUIDE STRUCTURE SHALL BE INDMDUNLY BONDED TO THE GND MG VIA TWO PATHS, COORDINATE MIN WERE E55 CARRIER PROTECT MANAGER BURIED GIN RING. EXOIHERWCAILY WELD CONNECTIONS AT POST FOR WAVEGUNE 16. CONTRACTOR CAN PEARDE ONE OF THE FOLLOWING AS DWECND BY THE PROJECT STRUCTURE AND BURIED GND RING. PLACE 5/8XIV COPPERCUD GND ROD AT 1D' MAJMM: THE SECOND OPTION IS PREFIERRED. WIERVALS POND WAVEGUDE PATH. A GDWELD EACH CABINET GND WIRE TO GND RING AS SHOWN IN B. BOND REBAR N CONCRETE FOR MMMUMCATNN STRUCTURE AM EQUIPMENT PAD TO EQUIPMENT GND DETAL B. CADWEW EACH WIRE TO A 1/474XCAT 24' MIN. COPPER BUS BAR LOED BURIED GND RING. EXOTHERMICALLY WELD A #2 TIMED MUD COPPER CONDUCTOR BEHIND MID CABINET. EXTEND A (2 WE FROM EACH END OF COPPER TO THE MAR AND CONNECT M THE BILRIED GND RING. BUS BAR TO GND RING T. PROVIDE INSPECTIN SLEEVE AT MAIN SERVICE GROUNDS. EXOTHERMIC COMMONS. 17. PROWDED BRAIDED BONDING MOM BETWEEN EACH LATE AND POST (OPRONAL).- 8. PROVIDE BONDING CONDUCTOR(S) FROM ME BURIED GO RING TO ME ANTENNA 19. CONTRACTOR SHAL PROVIDE EXOTHERMIC BONDING AT ALL BURIED GROUND RING CABLE BITS BAR AT FORT JUST INSCE OF ME COMMUNICATION STRUCTURE MY COMMONS, STRUCTURAL EQUIPMENT FRAME SERVICE RACK(S), EXISTING TOWER. VERIFY EXACT LDDMIDN OF COPPER BUS MR FOR PROPER CONDUCTOR LENGTH. GROUND RINGS, AND AS INSTRUCTED BY T-MOBILE CPM. FINAL EXOTHERMIC WENDS TO COPPER BUS CAR TR' ME ANTENNA CABLE INSTALLER. 20. CONTRACTOR SHALL PROVIDE MECHANICAL BONDING AT ALL ANTENNA SECTOR GROUND 9. EXOTHERMICALLY WELD BONDING CONDUCTOR TO COMMUNICATION STRUCTURE LEG BARS. ALL EECTRIC& EQUIPMENT DISCONNECTS, TRANSFORMERS, J-BOXES, PANE - AT 1'-0' ABOVE PAD MI BOND TO BURIED GNU RANG. PROVIDE A 3/4' PVC BOARDS. CABINETS, AND MAIN GROUND BAR AS DIRECTED BY T-MOBILE-CPM. ALL NOTE SLEEVE WITH A GRADUAL BEN IN THE CONCRETE FOUNDATION. MECHANICAL COMMONS SHALL BE PROPERLY UNARMED W/ was. NUTS k BOLTS. ALL EXPOSED CONDUCTORS ON EQUIP. NOTE ALL RUMORS TO ANTENNA SECTOR GROUND BAR rr2 AWG CREEK JACKETED MALL 10. 5/BX10'-0' LONG COPPER CI -AD GND ROD. 15' SPRANG BEEN RODS (NDN- 21. CONTRACTOR SHALL COAT WITH NOX-OX ALL POINTS OF CONTACT BETWEEN SLAB MSTMM INSIDE A 1/X- IS MECHANICAL MINIM LUGS AND HARDWARE WPPFR WIRE FOR BONDING D< RF COAX CARN r SiI1D LEAR). TYPICAL FOR ALL GNO RODS SHOWN: USE STAINLESS STEEL HARDWARE DLSSIMIIAR METALS. SCHED 80 PVC CONWR MIEIHM OR NOT CALLED CUT TITRE SUPPORT WHERE APPLICABLE I STRUCTURE WAX CABLE SHIED ANTENNAS SECTORS WITH SECTOR GROUND GROUNONG SIT (TYP) ANTENNA (TYP) BARS MOUNTED AT TOP OF OVER. OR--- AS CALLED OUT W PLANES GROUNDING NOTES TUTS i ANTENNA SUPPORT (M) NQ1i NOTE: SECTOR SECTOR SECTORSTRUCTURE GRADE REMOVABLE COVER T VERTICAL POSTS BE BONDED TO G AT GROUND BARS GAD BAR GND BAR ARE TO BE - EACH CORNER AN. AT EACH GATE Mg. AS ANIwNINU1A, ONE VERTICAL POST SHALL BE BONDED TO THE GROUND MOUNTED — RF MAX CABLE ':.' • • RING IN EVERY M FOOT STRAIGHT RUN OF FENCE DIRECTLY TO TO ANTENNA 2. HORODNTAL POLES SHALL BE BONDED TO EACH OTHER. TOWER. WITH NO INSULATORS I� I PER PANE -BOARD SCHEDULE B'(W) x 20'(0 PVC 12 AND BARE TINNED SCUD PoW4R CARNET DUSTING DUSTING BOND TOTDST. MOUNTING MOA WPM WIRE FOR MEANER RACK CABINET 18" TESTS TELCO CABINET CAL TYPICAL) . CABALLED TO ROD CRUSHED ROC AT fl45E SLOT FOR GROUND WIRE CADWEID NOTE IRREVTRSABIE CRIMPERS CADWElD CONNECTION RMC GROUND ALIOWLD. METER DISC TO GND RANG, TYP. e2 AWG BLW 0 - i2 AEG HARE cv RF MAX CABLE xo GRWNOWC KIT, lYP ••••'•• 5/9'X10' COPPERC TINNED SCUD COPPER WIRE BOVY /2W D TO I DEALTMD CROIINO CONDUCTOR IXTETD SUPPORT STRUCTURE k SIEFL ROD JE AN TENT E TO CABLE G40N71D AT 1W➢ 1BOAnDNS wwMIN AT TAG M}g; CONTRACTOR TO MARK ON INTERIOR OF SIFLVE WHICH BUILDING GROUND MWED 1R BEBEAARDE T NNNPED OR TELEPHONE GROUND IS TIED INTO VERTICAL POST CONNECTED TO RING BON I BARE TINNED ' MECHANICAL HBOND MANGROUNDBAR SIWG +zONNEDBOOUNDMG COPPM �T „ GROUND, BONG TO GROUND RING INSPECTION SLEEVE` TUTS 2 FENCE GROUNDING NTS 3 -�pJ{ILI C — — — — — — p — — — — — — NOTE' NOTE LL SECTOR GROUND BARS CONTRACTOR M APPLY CDPPERSHIELD MALL BE 1/4'X2-X12' COPPER OR NO-OX TO ALL CGNNECIDONS ANO PLATER _ _ _ 6R MIN. GROUND RW W1N j INSPECTION 5 - - - - - - - (LAICAL). - - —T.ER J THREADED INSULATOR /B 3/8 x 3/4 SS BOLT (NOT USED FOR SECTOR GROUND BARS) i GROUND M WDT TCOO�RDWA�TNMGCOM EXIS GROUNDING GROUND RW ( ) SERVCE DNRANCE 3/8. GALV. (2 BARE TINNED SAND W �j SCREWS GROUND. MG, IC BELOW GRADE MIN 1/4 444 BUS BAR MTS IdoaB NOTE: CONTRACTOR TO COORD. Ba Doo6a / GROUND BAR SIZE REQUIREMENTS / Do9BOOUBO FOR SECTOR AND MAIN GROUND BARS Minh T-MOBILE CPY DWDDo 088� 1-1/4'U-MMG 3/8 A LOG( WASHER - 3/Bx7/4 55 BOL� 12 AM TINNED WORE LEAD WITH EXOTHERMIC SS ANGLE ADAPTER LEAD SAWN FOR OARIW - TYPICAL GROUND BAR DETAIL NMI 4 1 GROUNDING RISER DIAGRAM TUTS 5 AC Generator Plug 100 AMP AC Service N . h 4K IX�' ih'pw�'m�q�WP1 W LY' a pgv�de P 2' re Wry-Mm � .. c �!•�Ma 15' NSN Power & Fiber Armored Hybrid Jumper d Site Support Cabinet 2AWG 50A Each Conductors (see COVP Breaker Detail) hi SAWG Nokia Power Cable with P.nM S ' l r' IlrrrP I/ ' ' J .L1 DC WIRING DIAGRAM NTS FCOA All tower top radio units will receive power from the COVP In ground. based radio deployments the system module will supply power to. the radio units. In the instance of aground based radio the system module breaker wi11 need to be upgraded to 50A (as depicted in this sheet) instead of the 1OA.breaker used for a tower top deployment AWS UMTS FRIAIFRIE AWS UMTS r FRIA/FRIE - AWS UMTS' GSM ISOAmp CUVPBreekerModi♦rcarion The 150A breaker will mine factory installed with a 3-pole bridge on top. In order to install the COVP power leads, this bridge will need to be removed. Each breaker position will then received of the 3 power leads Qo notattempt to install all three COVP power leads into the single bridge.